HomeMy WebLinkAboutPermit File BLD-2022-0022 1319 6th Street 1 City of Anacortes Invoice/Permit#: BLD-2022-0022
904 6th Street
Applied date: 01/21/2022
P.O.Box 547 Issue date: 01/21/2022
_� t►�: Anacortes, WA 98221-0547
Expire date: 07/20/2023
445/ (360) 293-1901
Job Address: 1319 6TH ST Permit Type: Single Family Interior Only Alteration Permit
ANACORTES WA98221-1723 Project:
APN: P55645
Remarks: Interior only remodel. Enclose covered front porch with windows. Porch is within setback, but is entirely within existing
building footprint,with living space on the second floor.
Owner: KATHLEEN DICKINSON Contractor: KREIDER CONSTRUCTION
Address: 1319 6TH ST Address: 1010 22ND ST
ANACORTES WA 98221-1723 ANACORTES WA 98221-2521
Phone: (360)622-7048 Phone: (360)707-5588
License#:
General Information: Fees:
Building Valuation 38000 Building Permit Fee 523.05
#of Heat Pumps<= 3 Hp 2 Plan Review Fee 339.98
State Building Code Fee Resi 6.50
Mechanical Permit Fees 52.90
Total Calculated: 922.43
Deposits/Receipts: 0.00
Total Due: 922.43
The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of
the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or
granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or
federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be
valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this
jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of
the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,
inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or
decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is
suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to
be true and correct.
r
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY
PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
Phone: (360) 293-1901
RESIDENTIAL BUILDING PERMIT APPLICATION
THIS APPLICATION PACKET IS USED FOR THE FOLLOWING PROJECT TYPES:
Single-Family Residences (SFR), Duplexes, Additions & Remodels, Accessory Structures (i.e. garages,
carports), Accessory Dwelling Units, Manufactured Homes, Residential Decks & Retaining Walls, and
Docks& Pilings.
FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION
PROPERTY INFORMATION
PROJECT ADDRESS(STREET,SUITE#) ASSESSOR PARCEL NUMBER
1319 6th St. P55645
SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 6098
Block 101/LOT 9/10 Old Town SQ. FT.
TYPE OF PROJECT
❑ NEW ❑ ADDITION ❑ REPAIR REMODEL ❑ CHANGE OF USE
❑ SFR ❑ Duplex Deck/Porch
❑ Accessory Dwelling Unit: ❑ Detached ❑ Attached ❑ Retaining Wall
❑ Manufactured Home ❑ Accessory Structure
❑ Shoreline Structure(dock, pilings,floats etc.) * ❑ Other:
*If application is for a shoreline structure, please complete the Shoreline Structure Checklist.
IS THIS WORK ASSOCIATED WITH ANOTHER PROJECT? ❑YES CyJ NO
If YES, provide the permit/application number:
PROJECT SUMMARY: PROJECT VALUATION
Enclosing the existing front porch to create an unconditioned space (Cost of Materials & Labor)
with occasional heat. All work under existing roof, no structural 38,000
changes proposed. $
PROPERTY OWNER INFORMATION
NAME PHONE
Kathleen Dickinson 360 622-7048
ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS
1319 6th St, Anacortes, WA 98221 skullcreek@rockisland.com
CONTRACTOR INFORMATION
NAME* PHONE
Kreider Construction 360-707-5588
CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION
*AII Contractors&Subcontractors must have a valid City KREI DCI024PE 2023-10-30
of Anacortes business license prior to doing work in the UBI# EXPIRATION
City.
601887123 2022-07-31
ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS
1010 22nd Street, Anacortes, WA 98221 greg@kreiderconstruction.com
Page 1 of 17
Res.Building Permit Application Submittal Checklist
Updated April 20,2021
CONTACT PERSON -Select one person the city will contact for anything related to this project:
❑APPLICANT ❑ PROPERTY OWNER ❑ CONTRACTOR 0 OTHER(LIST BELOW)
NAME PHONE
ANC Design - Aaron Parrish 503 507-3432
ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS
16593 Mclean Rd aaron@anc-design.com
LENDER INFORMATION
RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders
involved with your project, write "no lenders"on the Name Line below.
NAME PHONE
n/a
ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS
ACKNOWLEDGEMENTS & SIGNATURE
Read and initial each of the following statements prior to signing this application:
AT I understand that when a building permit application is taken in over the counter it does not mean
the application has been deemed technically complete and sufficient for staff review.
AT I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the
City longer to process my permits.
AT I understand and acknowledge that I could be responsible for providing as-built drawings(on paper
or electronically)as part of the project's certificate of occupancy process.
AT I understand and acknowledge that Special Inspections could be required as part of my project, and
if needed I will be required to pay for the cost of these inspections.
I understand and acknowledge that financial securities could be required as part of the work I am
Ar completing and I agree to provide the items needed for the City to calculate these securities and to
provide the securities themselves.
Al) I understand that if permits are reviewed concurrently such as design review, site plan, traffic
concurrency, etc., any required revisions to one permit may affect the entire plan set and could add
costs and time to the project.
I hereby declare that 1 am either the owner of the property listed on this application or the owner of
this property has authorized me to be their representative to act for them. I also declare under penalty
of perjury under the laws of the State of Washington that all of the statements and answers contained
herein, and the information submitted with this application form is in all respects, true, correct, and
complete to the best of knowledge and belief.
Amon ?an-ish 1 -20-22
SIGNATURE DATE
ANC Design - Aaron Parrish
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 2 of 17
SUBMITTAL CHECKLIST
a ? o D ro o 0
> X D C rs N 3 � in n
n' N -- O I 70 Cn
3 Residential Building Permit 0 * �- fD
• o
O' (D 7 3
Submittal Requirement Checklist mri - ,' °' �, '�
N- n + C �_ n
—rt C 7 .. N
'r+ O m '* F
7
O
n Residential Building Permit Application Form X X X X X
(FORM BP-1—attached)
n Structure &Site Information Form X X X X X
(FORM BP-2—attached)
Mechanical & Plumbing Fixtures Form X X X
(FORM BP-3—attached)
Architectural Plans X X X X X
(requirements listed on FORM BP-4-attached)
n Stormwater Management Minimum Requirements X X X X
Determination (FORM BP-5,attached)
n Stormwater Site Plan X X X X
✓ Site Plan & Landscape Plans- requirements listed on Form x X X X X
BP-6
n S• tructural Plans&Calculations X X X X X
Energy Code Plans& Forms X X
Manufacturer's Specifications/Cut Sheets X
Copy of recorded survey X X X X
n C• ritical Area Identification Form X X X X X
n Shoreline Structure Checklist, if applicable X X
Technical Reports X X X X
Other Required Permits, if applicable X X X X X
n A• DU Affidavit of Owner Occupancy(signed) X
SUBMITTAL INFORMATION
Please send applications in PDF format to buildingpermit@cityofanacortes.org
➢ Send applications in PDF format with a file and message size no greater than 30 MB.An email
with a link to a file share site (Dropbox, Google Drive, OneDrive, etc.) is acceptable. Paper copies
may be requested after initial review.
FEES
Once application is received, staff will reach out if a deposit is required. Otherwise, permit fees are paid
prior to building permit issuance.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 3 of 17
REQUIRED SUBMITTAL INFORMATION
Additional details on certain submittal items are provided below to ensure Applicants are fully aware
what City staff will be looking for when an application is submitted to the City.
FORMS AND PLANS
• FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION FORM. Provides key information
about your project, including type of permit you are applying for, and property owner, contractor,
and contact information.
• FORM BP-2: STRUCTURE AND SITE INFORMATION FORM. Provides key information about
the proposed structure, including height, floor areas, fire protection proposed, and asks questions
about site characteristics that are used to determine whether your project requires any other
information or additional permit applications to be submitted.
• FORM BP-3: PLUMBING AND MECHANICAL INFORMATION. Form BP-3 provides space for
you to fill in fixture information for plumbing and mechanical appliances and equipment that are
included as part of your project.
• FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS. Form BP-4 contains a list of all the items
required to be shown on Architectural Plans.
• FORM BP-5: STORMWATER MANAGEMENT DETERMINATION FORM. Most development
within the City of Anacortes that involves disruption of soils, or construction of buildings, streets,
parking lots, etc. requires a Stormwater review. Stormwater review requirements are based on
either the amount of soil to be disturbed (grading,vegetation removal), or the amount of hard
surface that is created or replaced on a site (building footprint, concrete, asphalt or gravel parking,
sidewalk, etc.). Form BP-5 assists you in determining the level of stormwater review(applicable
Minimum Requirements) required for your project.
• STORMWATER SITE PLAN. The Stormwater Site Plan is the comprehensive report containing all
of the technical information and analysis necessary for regulatory agencies to evaluate your
project for compliance with stormwater requirements. The level of stormwater review and
contents of the Stormwater Site Plan will vary with the type and size of the project, and individual
site characteristics. Use Form BP-5 to determine the level of stormwater review and then
complete the applicable Stormwater Minimum Requirements Form on the Public Works-
Engineering Department Forms website and provide required submittal items/plans.
• FORM BP-6: SITE PLANS& LANDSCAPE PLANS. Form BP-6 contains a list of all the items
required to be shown on Site and Landscape Plans.
• STRUCTURAL PLANS: Plans prepared and stamped by a State of Washington licensed
professional structural engineer drawn at a scale approved by the Building Official clearly indicating
the information required by the "Permits" section of the currently adopted International Building
Code and Chapter 19.27 RCW (State Building Code Act, Statewide amendments), and City submittal
forms including: structural members labeled as to size and spacing as well as bracing, blocking,
bridging, special connectors, and anchor bolts; cross-section details, as needed,to show typical
foundation,floor, wall, ceiling and roof construction; insulation of walls, floors and roof/ceiling; and
details of stairs,fireplaces and special construction, if any.
• STRUCTURAL CALCULATIONS: An analysis of loads, materials, etc., prepared and stamped by a
State of Washington licensed professional structural engineer.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 4 of 17
• ENERGY CODE FORMS: The standard Washington State Energy Office form requesting the
information required under Chapter 51-11 WAC detailing building components used to comply with
the State Residential or Nonresidential Energy Code, as applicable.
• MANUFACTURER'S SPECIFICATIONS/CUT SHEETS: A document that summarized the
performance and other technical characteristics of a product, machine, component, material, or
subsystem (e.g., a power supply) in sufficient detail that allows the City to determine the product
will be incompliance with applicable codes.
• COPY OF RECORDED SURVEY. A survey of your property is needed so that conformance with
minimum setback requirements and other development standards can been confirmed and verified
on site by the inspectors. Property markers must be visible on your property. If they are not at the
time an inspection is requested,you may need to have a new survey completed.
• CRITICAL AREA IDENTIFICATION FORM. Use this from to determine and/or identify if critical
areas or critical area buffers are located on or within 300 ft. of the development area. If critical
areas are determined to be present, a Critical Area Permit may be required.
• SHORELINE STRUCTURE CHECKLIST.This checklist is required to supplement the building permit
application if the proposed structure or development is waterward or within 200 ft.from the
shoreline.This checklist will also assist in determining what other approvals or permits may be
required for the proposed work.
OTHER SUBMITTALS DETERMINED ON A CASE-BY-CASE BASIS
TECHNICAL REPORTS
Following is a list of technical reports that will be required to be submitted to the City when certain
circumstances exist on or near a site an Applicant is planning on making improvements to. The general
triggers for each of the listed technical reports I provided below:
A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands
and/or streams are located on or near a site. Critical area mitigation plans may also be required,
depending on the project proposal. See Anacortes Municipal Code Ch. 19.70 for additional
information.
B. GEOTECHNICAL REPORT: In general, Geotechnical Reports are required when work is
proposed on or near slopes in excess of 15%and/or known landslide hazard areas. See
Anacortes Municipal Code Ch. 19.70 for additional information.
OTHER PERMITS DETERMINED ON A CASE-BY-CASE BASIS
OTHER FORMS
Following is a list of other permits that could be required in certain circumstances. The general triggers
for each of the listed permits is provided below.
A. FILL AND GRADE PERMIT: Grading (importing, exporting, and/or moving material on a site) of
more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or
groundwater.
B. RIGHT-OF-WAY PERMIT: A right-of-way permit is required anytime the public right-of-way is
disturbed or obstructed in any way by private development or the general public.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 5 of 17
FORM BP-2: STRUCTURE AND SITE INFORMATION
PROPERTY WHERE WORK IS OCCURRING
ADDRESS 1319 6th St.
PARCEL NUMBER(S) P55645
DETAILED PROPOSED STRUCTURE INFORMATION
Complete the following information as it relates to your project. Mark items that are not applicable with
"N/A".
STRUCTURE HEIGHT N/A
AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD
1ST FLOOR:
2ND FLOOR:
3RD FLOOR:
BASEMENT:
GARAGE:
TOTAL DECK:
TOTAL PORCH: 240
OTHER:
OTHER:
OTHER:
QUESTIONS ABOUT THE PROPOSED STRUCTURE
Is a fire sprinkler system being installed? ❑ YES ® NO
Is a monitored fire alarm being installed? , ❑ YES • NO
Are retaining wall(s) being built? ❑ YES • NO
Are structural plans required? ❑ YES • NO
PROJECT SITE INFORMATION
A. Is work within the City's right-of-way proposed? ❑ YES 0 NO
If YES, you will be required to submit a right-of-way permit application.
If you have already submitted a ROW permit, list the permit number here:
B. Is the lot less than 5,000 sq. ft. in area? ❑ YES t NO
If YES, your site and building will need to comply with the standards in AMC
19.43.010.C.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 6 of 17
C. Is your project involving an accessory dwelling unit? ❑ YES NO
If YES, your site and building will need to comply with the standards in AMC
19.47.030.
D. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑ YES 0 NO
(about 1 log truck load) of timber be harvested?
If YES, you may need to obtain a forest practice permit from DNR.
E. Is this project subject to the SEPA process? ❑ YES in NO
If YES, you will be required to submit a SEPA checklist.
If you have already completed the SEPA process, list the permit number:
REQUIRED SIGNATURE
1 hereby declare that I am either the owner of the property listed on this application or the owner of this
property has authorized me to be their representative to act for them. I also declare under penalty of
perjury under the laws of the State of Washington that all of the statements and answers contained
herein, and the information submitted with this application form is in all respects, true, correct, and
complete to the best of knowledge and belief.
4tV'vM TarrlSkl 1 -20-22
SIGNATURE DATE
Aaron Parrish
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 7 of 17
FORM BP-3: PLUMBING & MECHANICAL INFORMATION
MECHANICAL
APPLIANCE/EQUIPMENT INFORMATION (NEW AND RELOCATED)
EQUIPMENT TYPE Indicate the number of fixtures for each equipment type TOTAL
GAS ELECTRIC OTHER-Please specify COMMENT
Furnace
Wall Heater
Water Heater
Heat Pump 2
Air Conditioner/Handler
Radiant/Hydronic Heating
Exhaust Fans
Range Hood
Fireplace
Clothes Dryer& Duct
Stove/Range/Oven
Refrigeration Unit
Gas Piping/Outlet(s)
Boiler BTUs:
Other
L TOTAL MECHANICAL OUTLETS 2
PLUMBING FIXTURES
FIXTURE TYPE(NEW AND RELOCATED) TOTAL FIXTURE TYPE(NEW AND RELOCATED) TOTAL
Toilets Refrigerator water supply
Kitchen Sink Pressure Reduction Valve/ Regulator
Utility Sink Water Service Line
Tub Water Piping
Hand Sink Washing Machine
Shower Electric Water Heater:Tank-less? Yes ❑ No❑
Dishwasher Backflow Prevention Device
Urinal Hose Bib
Floor Drain/Floor Sink Drinking Fountain
Hydronic Heat in: ❑Floor ❑Wall Grease Interceptor
Other-please specify:
I TOTAL PLUMBING FIXTURES 0
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 8 of 17
FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS
GENERAL INFORMATION
This form is intended to assist applicants in creating complete, code compliant architectural plans. Please
check the plans you wish to submit to make sure they contain each of the listed items. To the right of the
Requirements column is space for you to list the sheet number of the plan set where the listed
information is shown.
• Minimum Plan Size: 11" x 17" and drawn in an architectural scale.
• Architectural plans for structures 4,000 square feet or larger are required to be prepared and
stamped by an architect licensed in the State of Washington.
• Structural plans must be stamped by a structural engineer licensed in the state of Washington.
REQUIREMENTS FOR ALL ARCHITECTURAL PLANS
COMPLETE? REQUIREMENTS PAGE#
Cover(or 1ST page) must include:
8 Site address A1.1
▪ Parcel number
▪ Lot number(if applicable)
▪ Lot size
❑ Lot coverage
❑ % impervious surface coverage
Floor plans with existing (if applicable) and proposed building layout with A2.
square footages and with the use of each room/area labeled.
Window and door sizes labeled and window ventilation area. Commercial,
Multi-Family, and Mixed-Use Structures must also include door and window A2. 1
schedules.
Plumbing, duct, and electrical layout. Penetration protection must be shown. N/A
Opening headers, size, and material. A3.1
Cross section details, showing typical foundation,floor, wall, ceiling and roof A3.
construction and insulation.
Structural members labeled as to size and spacing as well as bracing, blocking, !-1n 3. 1
bridging, special connectors, and anchor bolts.
Details documenting energy code compliance. N/A
Exterior building elevations demonstrating compliance with applicable A3.1
structure type design standards (small lot, duplex, or ADU) and maximum
building height
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 9 of 17
Building height (see AMC 19.42.120 for measurement methods, exceptions and A3.1
modifications).
• Show a line representing, and label the elevations of, the existing
natural topography at the foundation at the front of the building.
• For corner lots and lots that slope downhill from the property line at
the front of the building: Show a labeled line representing the
elevations at the center of all exterior walls of the building.
• For ADUs only, include elevations demonstrating compliance with the
height/setback plane (see AMC 19.47.030(C)(6)).
Special details as needed (i.e., stairs,fireplaces, special construction). A3.1
Insulation and insulation values of walls, slab, floors, and roof/ceiling. A3.1
Existing and proposed grades with slope of lot shown. A3.1
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 10 of 17
FORM BP-6: SITE PLAN REQUIREMENTS
GENERAL INFORMATION
This form is intended to assist applicants in creating complete, code compliant site plans. Please check
the plans you wish to submit to make sure they contain each of the listed items. To the right of the
Requirements column is space for you to list the sheet number of the plan set where the listed
information is shown.
• Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale.
INFORMATION REQUIRED ON ALL SITE PLANS
COMPLETE? REQUIREMENTS PAGE#
ON PLANS
COVER SHEET:
▪ Vicinity Map A0.0
▪ Name of the project A1.1
8 Name, address, and telephone number of owner and agent(s)
E Name, address, and telephone number of Applicant (if different from the
owner)
8 Zoning designation of the site
E Area, in square feet and acreage, of the project site
▪ Reference to the Building Code used
▪ Proposed use
▪ Occupancy group
E Construction type
▪ Square footage and height of each individual building
▪ Percent lot coverage
❑ Percent impervious surfaces
Scale and North Arrow A1.1
Property features
Location, identification, and dimensions of all property lines and easements. A1.1
All easements shown on the title report, Record of Survey, or plat must be
dimensioned and shown.
Location and dimensions of existing critical areas (wetlands, streams, steep N/A
slopes) and their associated buffers.
Location of Ordinary High Water Mark and shoreline jurisdiction limits (if N/A
adjacent to a shoreline).
Existing and proposed contours and site elevations (i.e. finished grades) at 5- N/A
foot minimum increments. The horizontal and vertical control datum must be
clearly shown.
Structures
Location, identification, dimensions and size of all existing and proposed
buildings and other structures. Al . 1
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 15 of 17
Location of existing and proposed retaining walls, rockeries, and fences. N/A
Location, identification, and dimensions of all setbacks. A1.1
Show proposed projections into required setbacks, including dimensions (see N/A
AMC 19.44.140)
Utilities & Easements
Location and dimensions of existing and proposed stormwater, sanitary N/A
sewer, potable water, and fiber lines/facilities. All wells and septic systems
located on or near the project site must also be identified.
Location of all existing and proposed fire hydrants within 300 feet of the N/A
boundary of the project site.
I Location and dimensions of existing and proposed freestanding lighting A I/A
fixtures, utility junction boxes, public utility transformers. I V
Stormwater
Proposed Temporary Erosion and Sediment Control Measures, if not located N/A
on other plans.
Proposed permanent stormwater management BMPs. N/A
Access, Circulation & Parking
Location, identification, and dimensions of all existing and proposed on-site
and adjacent streets and alleys, including the location and dimensions of all N/A
existing and proposed curbs, gutters, sidewalks, median islands, and street
trees.
Show existing and proposed vehicular access to the site, including the size Al . 1
and location of driveways and curb cuts.
Show existing and proposed parking spaces, including surface material and Al . 1
dimensions of spaces.
Open Space (ADUs, Small Lots, and Duplexes)
Show calculations, location, dimensions and provided square footage of N/A
required open space area per AMC 19.43.010.C, E, or AMC 19.47, as
applicable.
Landscaping
Show the location and design of landscape areas to be preserved and N/A
planted, and a plant list to include the location, number, size and type of
plant material by botanical and common name.
Location of irrigation system if a permanent or temporary system is N/A
proposed.
Show the location of existing trees to be retained in conformance with AMC N/A
16.50, and tree protection measures to be implemented, when applicable.
Provide a maintenance plan for any infiltration-based stormwater best N/A
management practices (BMPs) built as part of the landscaping design,
including the specifications and maintenance procedures of any soil
amendments.
Show new trees to be planted and tree unit credit calculations, in N/A
conformance with AMC 16.50 Tree preservation,when applicable
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 16 of 17
A table similar to the following with project specific information provided,
must be placed on the site plan:
Required Landscaping For Example
Calculations
Site Area 7,500 sq.ft. N/A
%of site area to be landscaped (per 20%- R2A zone
AMC Tables 19.42.020-.030) 1,500 sq.ft. required
1,850 sq.ft. provided
Compliance with AMC Ch. 16.50 Tree unit credits required:
Tree Preservation. • 8 tree units required
Tree unit credits retained:
• 2 trees 6"dbh =4 tree unit
credits retained
Tree unit credits provided:
• 2 new deciduous trees(min.2"
caliper @ 6" above ground)
• 2 new evergreen trees(8' in
height)
Number of required street trees 1 per 30'of frontage
60 lineal feet of frontage=3 street
trees
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 17 of 17
_I I I I I I I I I_
z
'oR'� ' " ''J 1ATION:
''� CITY OF ANACORTES �
conyo
�,ec 8.T Y OV45.
'1/4AS CITY OF ANAGORTES PLANNING AND BUILDING DEPT: �°T� STREET
m APPROVED PLANS _z NC
1319 6th St.
_ �� 891 �� Anacortes,Washington REVIEWED FOR CODE COMPLIANCE SIDEUALK tr DES I GH
``QCOR� �`c) PERMIT#: BLD 2022 0022 Qi
�TOFIELD1..4 2: P55645 ADDRESS: 1319 6TH ST . N89°22'S8"W
LEGAL FRACTIONAL LOT 9, AND APPROVED BY: �� 59 95' A Brett Van Andel
DESCRIPTION: FRACTIONAL LOT 10 SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NO—
BE ALTERED WITHOUT AUTHORIZA ON. 12rett@anc-design.com
www.anc-design.com
ZONING: Old Town ENCLOSE EXISTINGx
A heat pump is listed on the j FRONT PORCH LW (3-1 (17)
permit application. That would WINDOWS ) 360.933.7479(F)
LOT SIZE: 6098.40 SQ.FT. (0.14 AC.) meet the WSEC requirements. (ENTIRELY WITHIN/ 16593 McLean Rd
LU BELOUJ EXISTING
' EXISTING PORCH (TO BE ENCLOSED) Z FOOTPRINT Mount Vernon,WA 98273
LOCATED ENTIRELY BELOW EXISTING LIVING W 4
SPACE. THERE IS NO CHANGE TO FINISHED THIS DOCUMENT 15 TO BE USED SOLELY BY
_ ANC DESIGN (ANC),ANC'S CLIENTS)AND/OR
LIVING SPACE OR BUILDING FOOTPRINT. n CONSULTANT(S), AND CONTRACTORS) FOR
THIS SPECIFIC PROJECT ONLY. REUSE IS
PROHIBITED WITHOUT WRITTEN APPROVAL
W FROM ANC.ANY USE OF THIS DOCUMENT IN A
MANNER THAT MAY CAUSE A LIABILITY,
LC) EXISTING HOME -l- WHETHER DIRECTLY OR INDIRECTLY,TO ANC,
L0 .q' 0 _z OR ANC'S CLIENT(5) OR CONSULTANTS) 15
U STRICTLY PROHIBITED.
o co 6 N 0 ANC AND ANC'S CONSULTANTS ARE NOT
GENERAL CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN 0') 0 00)) 0 jL RESPONSIBLE FOR SAFETY PROGRAMS,
— O O z METHODS,AND PROCEDURES OF OPERATIONS
Purpose: To prevent the discharge of sediment and other pollutants to the minimum Z Z O OR k4. CONSTRUCTION OF THE DESIGN
extent practicable from small construction projects.
U CONTRACTOR(S) AND SUPPLIERS SHALL
Design 4 Installation: Plan and implement proper clearing and gradingof the site. It is VERIFYIMENAND AND RESPONSIBLE FOR ALL
g p p p g (, DIMENSIONS CONDITIONS ON AND OF THE
most important only to clear the area needed,keeping exposed areas to a minimum. JOB. ANC IS TO BE NOTIFIED OF ANY
Phase clearing so that only those areas that are actively being worked are uncovered. VARIATIONSCOION SHOWN ON, OR E D IMENS IONS
DISCREPANCIES
FOUND WITHIN, THE DOCUMENTS. SHOP
_ Note: Clearing limits shall be flagged on the lot or project area prior to initiating �� � DRAWINGS, SUBMITTALS, ETC., ARE TO BE
clearing. SUBMITTED TO ANC FOR REVIEW PRIOR TO
g• EXISTING GARAGE FABRICATION AND/OR INSTALLATION.
a
• From October I through April 30,no soils shall remain exposed and unworked for 0 JOB; 21-045
more than two days.From May Ito September 30,no soils shall remain exposed and z
unworked for more than seven days. 59.95' N89°23'24"W PREPARED BY: BV
• Soil shall be managed in a manner that does not permanently compact or DATE: 1/19/22
— deteriorate the final soil and landscape system. If disturbance and/or compaction S
� IT� PL
��
occur the impact must be corrected at the end of the construction activity.This
shall include restoration of soil depth,soil quality,permeability,and percent SCALE: See Plan
organic matter.Construction practices must not cause damage to or compromise I" = 20'-0"
the design of permanent landscape or infiltration areas. APN: P55645
• Locate any soil piles away from drainage systems.Soil piles should be Carped or NOTES: "'
mulched until the soil is either used or removed.Piles should be situated so that 1. NO SURVEY HAS BEEN PROVIDED. OWNER 4 CONTRACTOR TO DRAWING TITLE
sediment does not run into the street or adjoining yards. ASSUME ALL RESPONSIBILITY FOR LOCATING EXISTING Uj
• Backfill foundation walls as soon as possible and rough grade the lot.This will UTILITIES, ADAPTING STRUCTURE TO EXISTING TOPOGRAPHY,
eliminate large soil mounds,which are highly erodable,and prepares the lot for AND ENSURING THAT PROPER SETBACKS ARE MAINTAINED. E Site Plan
temporary cover,which will further reduce erosion potential. 2. SHOWN SITE INFORMATION HAS BEEN GATHERED FROM THE
• Remove excess soil fromt he site as soon as possible after backfilling. This will CLIENT, THE CLIENT'S CONSULTANTS, AND THE COUNTY'S COPYRIGHT 2020 ANC Design
eliminate any sediment loss from surplus fill. ASSESSOR UJEBSITE ONLY, AND MUST BE VERIFIED ON SITE
• The construction entrance shall be stabilized where traffic will be leaving the PRIOR TO CONSTRUCTION. DRAWING
construction site and traveling on paved roads or other paved surfaces.
• Provide for periodic street cleaning to remove any sediment that may have been 3. NOTIFY ANC DESIGN OF ANY DISCREPANCIES BETUJEEN THIS .----
tracked out.Sediment should be removed by shoveling or sweeping and carefully SITE PLAN AND ACTUAL CONDITIONS, WHICH MAY IMPACT THE C 1
removed to a suitable disposal area where it will not be re-eroded. OVERALL DESIGN OR FUNCTIONALITY OF THE PROJECT.
I I I I I I I I I
QFOWCODEcO
m
-"FIELD -
4, 5E) V 4, 1 f o s EDIRAL, INCI END X
BUILDING INFORMATION =us,.
N C.A.(E) EXISTING M.R. MOISTURE RESISTANT
(F) FUTURE MAX. MAXIMUM Designer: ANC Design Contractor: Kreider Construction DESIGN
(N) NEUJ MECN'1_ MECHANICAL_ Contact: Brett Van ,4ndel Contact: GregKreider
(R) REMODEL OR REUSE MEP MARINE ENAMEL PAINT
"X" FIRE RATED MEZZ. MEZZANINE Brett VanAndei
MFR MANUFACTURER Address: 16593 McLean Rd Address: 1010 22nd Street brett@anc-deaign.com
ACOUS. ACOUSTICAL
A.B. ANCHOR BOLT(S) MI-10 MAGNETIC HOLD OPEN Mount Vernon, WA 90264 Anacortes, WA 90221 www.anc deeign.com
ALT. ALTERNATE MIN MINIMUM 360.815.1117(P)
ALUM., AL. ALUMINUM NA NOT APPLICABLE Phone: 360-S15-1111 Phone: 3(O0-10-1-5555 360.933.7479(F)
MOD. ANODIZED O.C. ON CENTER E-mail: bretteanc-design.com E-mail: greeekreiderconstruction.com
593 McLean Rd
ARCH'L ARCHITECTURAL O.H.C.p. OHCp OVER HEAP COILING DOOR MountVenon,WA98273
A.T. ACOUSTICAL TILE O.H. OPPOSITE HAND, OVERHEAD
B.M. BENCHMARK 0/H OVERHEAD 40.0 Cover Sheet: Drawing Index,
OG ORGAN GRILLE THIS DOCUMENT IS TO BE USED SOLELY BY
B.O. BOTTOM OF OPP. OPPOSITE Abbreviations, Vicinity MapANC DESIGN(ANC),ANC'S CLIENTS)AND/OR
CONSULTANT(S), AND CONTRACTOR(S) FOR
THIS SPECIFIC PROJECT ONLY. REUSE IS
BD BOARD OSB ORIENTED STRAND BOARD PROHIBITED WITHOUT WRITTEN APPROVAL
BK G BACKING P PAINT \ FROM ANC.ANY USE OF THIS DOCUMENT IN A
LITY,
BLD'G BUILDING O\ WHETHER DIRECTLY OR INDIRECTLY,TOMANNER THAT MAY CAUSE A ANC,
BM BEAM P.A. PA POAWDERIN ACTUATEDO TY A1.1 Site Plan Vicinity Map SOR TRICTLY C'S CLIENT(5) OR CONSULTANT(S) IS
BTM BOTTOM P.L. PLATE LINE, PROPERTY LINE,
PLASTIC LAMINATE N.T.S. APN: P55645 ANC AND ANC'S CONSULTANTS ARE NOT
. .
C.A. CLEAR ANODIZED a RESPONSIBLE FOR SAFETY PROGRAMS,
PLAM PLASTIC LAMINATE A2.1 Floor Plans METHODS,AND PROCEDURES OF OPERATIONS
C.L. CEILING LINE P.L.W.C. PLASTIC LAMINATE WAINSCOT 0 sS OR CONSTRUCTION OF THE DESIGN
C.O. CLEAN OUT, CASED OPENING PERF. PERFORATE(D) CONTRACTOR(S) AND SUPPLIERS SHALL
CAB, CABINET VERIFY AND eE RESPONSIBLE FOR ALL
PL PLATE ,43,1 Buildine Elevations 4 Typical Wa I I Detail / / DIMENSIONS AND CONDITIONS ON AND OF THECEM. PLAS. CEMENT PLASTER PLYWD/P.UJ. PLYWOOD
CFM CUBIC FEET PER MINUTE JOB. ANC IS H NOTIFIED OF ANY
VARIATIONS FROMOM THE DIMENSIONS AND
CPLYWD/P PLYWOOD/PAINT FONDITIOWI HISIN,,0�THE", OR DISC
DOCUUMENTTS.PANCIES SHOP
CLG, CL'G CEILING # DRAWINGS, SUBMITTALS, ETC., ARE TO BE
PM(E) PATCH TO MATCH EXISTING 1319 6 kri ST SUBMITTED
R.A. RETURN AIR SB TO ANC FON
CLR CLEAR FABRICATION AND/OR INSTALLATION.R REVIEW PRIOR TO
CMU CONC. MASONRY UNITS R.O. ROUGH OPENING Code Information/Notes: �� ®f� �5 �, - —_
CMT CERAMIC MOSAIC TILE RE RUBBER EASE I
�TI-1 ST.
CO CARBON MONOXIDE z
COMP COMPOSITION REF. REFRIGERATOR
CONC CONCRETE REINF. REINFORCED 1, A I I work to conform to the 2010 I RC ,' °
CONC/P CONCRETE/PAINT REQ'D REQUIRED / Q
RFEC RECESSED FEC 2. Wind: 110 m.p.h., Exposure C
CONC/S/SLD CONCRETE/STAINED/SEALED 12T1-1 ST. -I n
RFECR RECESSED FEC FIRE RATED -j
CONC/SLD CONCRETE/SEALED RGE RANGE
3. Snow Load: 25 P5Fo
CONT. CONTINUOUS RH RIGHT HAND 4. Seismic: Category D / ta* 15TI ST m
CPT CARPET RI-IR RIGHT HAND REVERSE g y
CT CERAMIC TILE RR RUBBER RISERS ALASKA/ 1�f Ta ST. cDi—
CSV, CVD/SHT.VIN COVED SHEET VINYL RT RUBBER TREAD ®A` (AA�l�.J n
D.F. DOUGLAS FIR RT/R RUBBER TREAD 4 RISER Lea I Description: Q
D.P., DP DECK PAINT RV RIDGE VENT 20T1-1 5T. =
D.UJ.,DW DISHWASHER RW RAINWATER 6 U Q
DEL DOUBLE RWL RAINWATER LEADER FRACTIONAL LOT 9, AND FRACTIONAL LOT 10, BLOCK 101, ai> th
ui
DWR DRAWER S.A. SUPPLY D D.S. DOWNSPOUT, DRAFTSTOP S STAIN
AIR MAP OF NE CITY OF ANACORTES, SKAG I T COUNTY, _ai p o n
E.F. EACH FACE SAP SUSPENDED ACOUSTICAL PANEL WASHINGTON, AS PER PLAT RECORDED IN VOLUME 2 OF �
EA. EACH SAT SUSPENDED ACOUSTICAL TILE 0 6 J' �; c n
ELEV. ELEVATION S.C. SOLID CORE PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON. 0 el. cyIII z
2 s
EP, E.P. ENAMEL PAINT, EDGE OF PAVEMENT S.F. SQUARE FOOT (FEET) w Q 0
EXP. EXHAUST S.G.D., SGD SLIDING GLASS DOOR ALSO, THAT PORTION OF A TRACT OF LAND INCLUDED IN z 29T1� 5T. a �, cn M o Q
EXT. EXTERIOR S.F. SQUARE FOOT (FEET) v =
F.C.I.O. FURNISHED BY CONTRACTOR, S.M. SHEET METAL THAT CERTAIN STRIP OF LAND WHICH IS 5�-IOU. AND 4 R3
INSTALLED BY OWNER SM/FP SHEET METAL/FIRE PROOFED DESIGNATED ON SAID MAP OF NE CITY OF ANACORTES AS / 32ND 5T. a
FF FACTORY FINISH SAT SUSPENDED ACOUSTICAL TILE RESERVED A RIGHT OF WAY FOR NE SEATTLE 4 NORTHERN U
F.G. INSUL. FIBERGLASS INSULATION SCI-ID SCHEDULE
F.I.G. FURNISHED 4 INSTALLED BY CONTRACTOR SD SMOKE DETECTOR RAILWAY" DESCRIBED AS FOLLOWS: BEGINNING AT NE9 !
} �u� ��
F.I.O FURNISHED 4 INSTALLED BY OWNER SGL SINGLE1
F.L. FLOOR LINE SHT.VINYL, SV SHEET VINYL SOUTHEAST CORNER OF SAID LOT 9, BLOCK 101, SAID POINT a iii
F.T. FIRE TAPE SHT'G SHEETING, SHEATHING BEING ON THE NORTHEASTERLY BOUNDARY LINE OF SAID °
FEC FIRE EXTINGUISHER CABINET SIM. SIMILAR
FIN. FINISH SPEC. SPECIFICATION STRIP OF LAND DESIGNATED RESERVED A RIGHT OF WAY Q
FOUND. FOUNDATION SQ. SQUARED FOR THE SEATTLE 4 NORTHERN RAILWAY± THENCE SOUTH ON Eo
FREZ., FZR FREEZER STD STANDARD di
FRP FIEER REINFORCED PANEL STL STEEL THE EAST LINE OF SAID LOT 9 PRODUCED TO A POINT o a
FT. FOOT-FEET S STAIN WHERE IT INTERSECTS NE NORTH LINE OF NE ALLEY n
FIG FOOTING STAIN 4
STL/PV STEEL/PANTTNISH RUNNING THROUGH SAID BLOCK 101 PRODUCED- THENCE —
G.I. GALVANIZED IRON +
GA.G.L. GLUEDGAUGE IATED STR'L STRUCTURAL WEST ALONG SAID NOON LINE PRODUCED A DISTANCE OF
GALV. GALVANIZED T TEMPERED Q
GE, G.E. GYPSUM BOARD T 4 G TONGUE 4 GROVE 60 FEET± THENCE NORTH TO NE SOUTHWEST CORNER OF Zo
GB/EN GYPSUM BOARD/ENAMEL PAINT T.O. TOP OF,T.L. TIGHT TAPED OPENING SAID LOT 10, BLOCK 101± THENCE WESTERLY ALONG NENE 0 0
i
GB/FT GYPSUM BOARD/FIRE TAPE TJI TRUS JOIST, I SERIES LU Q
GB/ME GYPSUM BOARD/MARINE ENAMEL PAINT TPL TRIPLE SOUTHERLY LINE OF SAID LOTS 9 AND 10, BLOCK 101, TO NE tY iii
GB/F' GYPSUM BOARD/PAINT TIP. TRIPLE POINT OF BEGINNING. SURVEY AF#201511040045 z
G.E. GABLE END U/C UNDER COUNTER
GLB GLUED LAMINATED BEAM UNF UNFINISHED JOB: 21-045
III
HDWD HARDWOOD V.B. VAPOR BARRIER u
HDWD/P HARDWOOD/PAINT VB/P VAPOR EARRIER/PAINT PREPARED BY: BV Z
HDWD/S HARDWOOD/STAIN VCT, VT VINYL COMPOSITION TILE DATE: 1/19/22
PM HOLLOW METAL VERT. VERTICAL
HM/P HOLLOW METAL/PAINT VRB VENTILATING RUBBER BASE SCALE: N.T.S. co
HORIZ. HORIZONTAL V.T. VINYL TILE APN:-
P55645
PR HOUR W WIRE, WEST DRAWING TITLE z
m
INSUL. INSULATION W.C. WC WATER CLOSET
INT. INTERIOR WC WAINSCOT
LAM. LAMINATE W/ WITH ,
111
LAV. LAVATORY W/O WITHOUT
LH LEFT NAND WC WAINSCOT Abbreviatns,
LHR LEFT HAND REVERSE WD WOOD c '7 & Vicinity
L/RH LEFT 4 RIGHT HAND WD/S WOOD/STAIN
L/RHR LEFT HAND 4 RIGHT HAND REVERSE WD/SV WOOD/STAIN 4 VARNISH Map
W.O. CPT WALK OFF CARPET z
WR WARDROBE COPYRIGHT 2022 ANC Design
DRAWING
�O0g CODE co A
s`( G1fY0 e*
s/
TO FIELD1
FUEL APPLIANCE NOTES: *la*
FLOOR PLAN NOTES:
IBC MI101.1 COMBUSTION AIR TO BE PROVIDED
PER APPLIANCE MANUFACTURER'S INSTRUCTIONS 1.ALL FLOORING TO BE VERIFIED BY OWNER.
2.CABINET DESIGN BY OTHERS.DIMENSIONS TO DESIGN
4 ON C.A.
DOOR R P R BC 2401.6. BE VERIFIED AFTER FRAMING IN SPECIFIC AREA
IBC G2406 FUELED APPLIANCES SHALL NOT BE
LOCATED IN SLEEPING ROOMS,BATHROOMS, IS COMPLETE.
TOILET ROOMS,STORAGE CLOSETS OR SURGICAL
3.ROOMS,OR IN A SPACE THAT OPENS ONLY INTO AP UPDATED WINDOW O
SUCH ROOMS OR SPACES,EXCEPT WHERE THE DO D V Y - R D.ROUGH
OPENINGS TO BE VERIFIED WITH MANUFACTURER IF Brett Van Andel
INSTALLATION COMPLIES WITH AN EXCEPTION SIZES AND OPENING ALTERNATIVES ARE USED. brettOanc-deaign.com
LISTED IN IBC G24062. 4.SEE STRUCTURAL DRAWINGS 4 CALCULATIONS www.anc deaign.com
_ SOURCE OF IGNITION ON EQUIPMENT AND FOR LOCATIONS OF HOLD-DOWNS,SHEAR WALLS, 360.815.1117 1'
APPLIANCES IN GARAGES,AND OTHER HARDWARE AND FASTENERS. ( )
HAZARDOUS LOCATIONS TO BE A MINIMUM IS"
3 0.933.7479(F)
ABOVE THE FLOOR(IBC G24082) 5.PLEASE NOTIFY ANC DESIGN OF ANY CHANGES
MADE TO ARCHITECTURAL AND/OR STRUCTURAL 16593 McLean Rd
FRONT CLEARANCE PER MANUFACTURER'S EX.WNDW. EX.WNDW. EX.WNDW. EX.WNDW. DRAWINGS TO VERIFY COORDINATION W/ Mount Vernon,WA 98273
INSTRUCTIONS,TO SUFFICIENT FOR SERVICING THE
FURNACE IIBC G2410) r I i I I I I T \ I I I I I I I I r ' REMAININGSYSTEMS.
n EX.DOOR n THIS DOCUMENT IS TO BE USED SOLELY BY
Ill
APPLIANCES LOCATED IN PRIVATE GARAGES TO - EX. PORCH ANC DESIGN(ANC),ANC'S CLIENT(S)AND/OR
CONSULTANT(S), AND CONTRACTOR(S) FOR
' THIS SPECIFIC PROJECT ONLY. REUSE IS
$E PROTECTED FROM MOTOR VEHICLES,OR M ID'-0" 2 EX. TILE E `^ PROHIBITED WITHOUT WRITTEN APPROVAL
INSTALLED A MINIMUM 6 FEET ABOVE FLOOR / / FROM ANC.ANY USE OF THIS DOCUMENT IN A
EX. PORCH BUMP-IN WALLS TO BE S/R ENCLOSED (8'-4" CLG. N MANNER THAT MAY CAUSE A LIABILITY,
LEVEL (IBC G24083) 6 z U FINISH (REST OF 1/2 WALLS 3 ' �` u
28 X \ 1 VARIES WI FLR SLOPE) —Y . \ WHETHER DIRECTLY OR INDIRECTLY,TO ANC,
HOT WATER PIPE INSULATION SHALL HAVE A +8'-4" TILE a V-GROOVE) 2 "2-r,5/L FULL LT. 2 1'S/L u. OR ANC'S CLIENTS) OR CONSULTANT(S) IS
MINIMUM R-4 THERMAL RESISTANCE. CLG 6-4" CLG. VARIES �r \ .� STRICTLY PROHIBITED.
WI FLR SLOPE 2X CONNECTION TO EPT FRAMING W/ �STING
SITIVE� m r r � ANC AND ANC'S CONSULTANTS ARE NOT
"l ^ FLR JOISTS 4 COLUMN POSTS REMOVE TILE cn RESPONSIBLE FOR SAFETY PROGRAMS,
LANDING 4 EXPOSE METHODS,AND PROCEDURES OF OPERATIONS
STRUCTURAL SYSTEMS NOTE: w J =.
LPER CONTRACTOR r_, EXIST.BRICK BLW. __ `" ") SHou THE coNSr�crloN of THE DESIGN
+5'"13/q" al_ 1
\ \ CONTRACTOR(S) AND SUPPLIERS SHALL
OWNER/CONTRACTOR TO NOTIFY ANC DESIGN OF `\ 1 VERIFY AND BE RESPONSIBLE FOR ALL
ANY DISCREPANCIES BETWEEN ARCHITECTURALDIMENSIONS AND CONDITIONS ON AND OF THE
C+4'-1" (3) 2 4�" CSMT MULLED (3) 2 4� CSMT MULLED JOB. ANC IS TO BE NOTIFIED OF ANY
AND STRUCTURAL DRAWINGS IMMEDIATELY. - - �„ _ VARIATIONS FROM THE DIMENSIONS AND
PLEASE REFER TO STRUCTURAL PLANS AND / / 4"�4 / 4-�4 / /Il / 3-2 / 3-2 /Il"/ / 4-� 9�3 4-7f
coNplrloNB sHouN oN, OR pISCREPANCIEs
ENGINEERING CALCULATIONS FOR BEAM SIZES FOUND WITHIN, THE DOCUMENTS. SHOP
RO.W/(2)2X ALL SIDES R.O.W/(2)2X ALL SIDESDRAWINGS, SUBMITTALS, ETC., ARE TO BE
AND LOCATIONS DURING CONSTRUCTION. - __ EXISTING \Iø"' (EACH SIDE 4 TOP) 10 + EXISTING - (EACH SIDE 4 TOP) \Io" SUBMITTED TO ANC FOR REVIEW PRIOR TO
STEPS UP POSITIVE CONNECTION TO STEPS UP POSITIVE CONNECTION TO FABRICATION AND/OR INSTALLATION.
EXIST.FRAMING/POSTS EXIST.FRAMING/POSTS
PER CONTRACTOR PER CONTRACTOR I
MECHANICAL SYSTEMS: ---------)
WA STATE ENERGY CODE R403: I ----------)
u u u I-1 ii ii ii i i i i IIu I I I I d
1.AT LEAST ONE THERMOSTAT SHALL BE J--J J--J __-_1 Q
PROVIDED FOR EACH SEPARATE HEATING AND n
COOLING SYSTEM. thi
Q
U
2.DUCTWORK TO BE INSULATED TO A MINIMUM OF N
R-S. al
1-
3.DUCTS,AIR HANDLERS,AND FILTER BOXES
SHALL BE SEALED 4 LEAK TESTED IN
ACCORDANCE WITH WSU RS-33,USING THE Q
MAXIMUM DUCT LEAKAGE RATES SPECIFIED.
4.BUILDING FRAMING CAVITIES SHALL NOT BE 1 11
I EXISTING I d 1 EXISTING n
1-1
USED AS DUCTS OR PLENUMS.DUCTS IN 1 11 STEPS UP u 1 STEPS UP 1 ( ,
EXTERIOR WALLS,FLOORS,OR CEILINGS SHALL w
NOT DISPLACE REQUIRED ENVELOPE INSULATION. 76
5.CIRCULATING HOT WATER SYSTEMS SHALL BE E O 0 n
PROVIDED WITH AN AUTOMATIC OR READILY
ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF F E
THE PUMP WHEN NOT IN USE. ")
V Z s qik
6.THE
VENTILATION BUILD(THANGT HALL MEETS THE REQUIREMENTS OF fl-PROVIDED WITH CD
,O^ m
THE IRC OR IMC,OR WITH OTHER APPROVED 13-/ C►J
MEANS OF VENTILATION. - Z nl C a
CARBON MONOXIDE 4 SMOKE ALARM NOTE:
CITY SIDEWALK CITY SIDEWALK x
c,
SMOKE ALARMS SHALL BE INSTALLED IN EACHei.
SLEEPING ROOM,AND OUTSIDE EACH SLEEPING I-
ROOM IN BEDROOMSATE UPPER VICINITY OF
FOR SPLIT THE O o a
LEVELS). z4S- UFLT POC PL4N o PROPOSED POC PLAN16
PRIMARY POWER FROM BUILDING WIRING \��\\ 1/4" = 1-0 `\\\\ 1/4" I-0
CONNECTED TO COMMERCIAL SOURCE WITH NOTES: q
BATTERY BACKUP,OR BATTERY ALONE WHEN NO I. EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF FRAMING 4 E
COMMERCIAL SOURCE AVAILABLE. STEM WALL (SEE FOUNDATION PLAN FOR STEM WALL LOCATIONS). z
2. NOTIFY ANC OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL diD
SMOKE ALARM DEVICES TO BE INTERCONNECTED a
IN SUCH A MANNER THAT THE ACTUATION OF ONE AND STRUCTURAL. p n
ALARM WILL ACTIVATE ALL OF THE ALARMS IN ,_
THE INDIVIDUAL UNIT.
AN APPROVED CARBON MONOXIDE ALARM
SHALL BE INSTALLED OUTSIDE OF EACH
SEPARATE SLEEPING AREA IN THE IMMEDIATE EX.TO REMAIN EXIST.SWITCH TO CEILING w
VICINITY OF THE BEDROOMS WHERE FUEL-FIRED MOUNTED DUPLEX RECEPT. EX.TO REMAIN Q
APPLIANCES ARE INSTALLED IN THE DWELLING,
FOR RADIATORS 'MD
LOCATION (ADD SWITCH PER OWNER) Z z L)
1 to
AND/OR GARAGES ARE ATTACHED TO THE PER OWNER/ O
DWELL INC. CONTRACTOR CT)
Q
EX.(CEILING)TO O -0 CEILING
REMAIN W
WA STATE ENERGY CODE COMPLIANCE: Z
, :�"
1.FENESTRATION U-FACTOR: 030 - - € —
JO15: 21-045 in
2.SKYLIGHT U-FACTOR: 0.50 - - - 0 _
PREPARED Bl : BV Z
3.CEILING R-VALUE: 49/38 (RFTRIJOIST VLT.) 14"X10" SLOAN F. 14"X-10" SLOAN DATE: 1/19/22 �r
RADIATOR & 49 & 19 RADIATOR
4.WOOD FRAME WALL R-VALUE: 21 ,� L ___I I____ SCONCE SCONCE _J 1___ a® SCALE: 1/41 = 11-01
APN: P55645
5.MASS WALL R-VALUE: 21/21 ■1 _, co
CEILING CEILING U
6.FLOOR R-VALUE: 30 -
LOW-VOLTAGE LOW-VOLTAGE DRAWING TITLE
1.BELOW-GRADE WALL R-VALUE: 10/15/21 int +TB SPEAKER WIRE - SPEAKER WIRE CONNECTED
CONNECTED TO CONNECTED TO
8.SLAB R-VALUE,DEPTH: 10,2ft EXISTING SYSTEM r EXISTING SYSTEM Floor
(VERIFY LOCATION) (VERIFY LOCATION) N
111
'R-38 OR R-30 CAN BE USED IN PLACE OF R-49
OR R-38(RESPECTIVELY)WHEN THE FULL HEIGHT Plans z
OF THE REQUIRED INSULATION EXTENDS \ "
EAVESPRESSED ABOVE THE TOP PLATE AT THE ii
o ELECTIC4L (CONCEPT)
CONCEPt 1 PLAN
9.ACCESS DOORS FROM CONDITIONED SPACE 1/4" = l'-0"
TO UNCONDITIONED SPACE (ATTIC,CRAWL)SHALL SINGLE POLE SWITCHv
BE WEATHERSTRIPPED AND INSULATED TO A $ BUILDING INFORMATION COPYRIGHT z
LEVEL EQUIVALENT OT THE INSULATION ON THE
SURROUNDING SURFACES. THERMOSTAT DRAUJINCxANCD�Iy�,
EXISTING COvERED
10.DOORS PER WSEC R303.13(2) DUPLEX RECEPTACLE (14" ABV.FL. TYPICAL) PORCH (REMODEL, ENCLOSE): 240 S.F. A 2
.1
_ ,
I I I I I I I I
QFOw CODE co
m
74., 1891 ,Ct, �
gCOSL 6o
1bFIELD ESQ
N C.Ai.
DESIGN
rrinrrrrrrrrrrrrrrrrrrril r Brett Van Andel
brett@anc-deaign.com
www.anc-deeign.com
.44111116. 360.815.1117(P)
III III III III 360.933.7479(F)
lrnlilrnillrnillrn
11 I 1 I 1 I 1 I 1 I 1 I 1 I 1 III
I 16593 McLean Rd
L
12 I II Mount Vernon,WA 98273
a17 Ill Ill
1 11111111111111 1111111111111 ' 1 1
THIS DOCUMENT IS TO BE USED SOLELY BY
ANC 1 1 1111 11 1 1111 1111 11 1111 1111 1111 1111 1111 11 1 CONSU�AINT(S)A,"AND CCON LTRACT(OR(SND/OR FOR
1 111 1111 1111 1 111 1111 1111 111 111 1111 1111 1111 1 111 1111 11 1 I THISY. REUSE IS
PROHIBITED SPECIFIC PROJECT OHIBITED WITHOUT WRITTEN APPROVAL
LJI�I 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 1 FROM ANC.ANY USE OF THIS DOCUMENT IN A
A 1 MANNER THAT MAY CAUSE A LIABILITY,
IC,
U ��IIllIll WHETHER DIRECTLYLYINDIRECTLY,NDIDITO
RECTLY, ANC,
� �����f 1 �f 1 ��1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ��1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OR ANC'S CLIENTS) OR CONSULTANT(S) IS
� � ����� � STRICTLY PROHIBITED.
.5 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 1 1 1 1 1 ANC ANC'S CONSULTANTS ARE NOT
111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 11 RESPONSIBLE FOR SAFETY PROGRAMS,
1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I
METHODS,AND PROCEDURES OF OPERATIONS
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 OR THE CONSTRUCTION OF THE DESIGN
1
Irt fi1rt fi1rt fi1rt fi1rt n \ _ t1--fit-hfil--fit-hfil--fit-hfil--fit-hfil--ti-hfi1--ti-1-fi1--fit-hfil--fit-hfil--ti-hfi1--fit 1 SHOU.N.
, m ,
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 �.
� 1 1 1 1 1 1 1 1 1 1 1 1 1 CONTRACTOR(5) AND SUPPLIERS SHALL
1 1 1 1 1 1 1 1 1 1 1 1 ^\ VERIFY AND BE RESPONSIBLE FOR ALL
1 1 1 1 1 1 1 1 1 1 1 1 ■■■ 1 1 1 1 1 1 1 1 ■■■■■■■ DIMENSIONS AND CONDITIONS ON AND OF THE
1 1 1 1 1 1 1 1 1 1 1 1 ■■ 1 1 I 1 1 1 NENENE JOB. ANC IS TO BE NOTIFIED OF ANY
EXISTING SIDING ■■■ ■■■■■■■ VARIATIONS FROM THE DIMENSIONS AND
TO REMAIN =, ■■ ■■■■■■ CONDITIONS SHauN ON, OR DISCREPANCIES
1"j \ 1 ;1- FOUND WITHIN, THE DOCUMENTS. SIaOP
' ■■■ ■■■■■■■ DRAWINGS, SUBMITTALS, ETC., ARE TO BE
1 1 1 1 1 1 1 1 1 1 1 1 ■■ 1 1 1 1 1 1 1 ■■■■■■ SUBMITTED TO ANC FOR REVIEW PRIOR TO
1 1 1 1 1 1 1 1 1 1 1 ■■■ 1 1 1 1 1 1 1 ■■■■■■■ FABRICATION AND/OR INSTALLATION.
EXISTING 2ND FLR ■■ 11 I 1 I 1 I ■■■■■■ - - —
NEW Ix COLUMN r i ■■■ I ■■■■■■■
(SEE ELEVATIONS) SYSTEM INSULATION \ j
(NO WORK) 1 1 1� I I I I I I I I I I I I I I I I I -1 1 14-1-1-4-1-�4-1-1-4-1-�4-1-1--1-1-�4-1-1--1-1-1 4-1-1--1- 4-I-1---I-14-1-1---I-44-1-14-I-14-I-1-- z
POSITIVE CONNECTION 1111111111111111111111111111111111111111111111 4 I 111 111 111 111 111 111 111 111 111 111 111 111 111 11 111 I1 III III 111 111 111 111 111 111 111 111 1111111 111 111
TO EXISTING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 I 1 1 1 1 1 _I I I I I I I I I I I I I I I I 1 1-4-1-1-1--1-4-1-1-1--1-4-1-1-1--1-4-1 0
STRUCTURE (VERIFY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111 U
DURING DEMOLITION) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111 1111111111111111111111 a
IIIIIIIIIIIIIIIIIIIIIIIIIIIII ( IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII n
„-,
0
Q
N
Lu
III
N
IX TRIM TBD PERE
OWNER/CONTRACTOR Ot
SEALANT
t Q
SLOPED BRICK 4S-13Uf LT EAST ELEVATION 4S-E3UILT NOT1-I EEV4TION : ri
SILL 0 REPLACE EX. 1/4" = 1'-0" 1/4" = II-0" v z
SHINGLES W/
CK
V-GROOVE PANELING — w
EXISTING SIDING O 0 n
TO REMAIN 0
1 — (r) N N p
Z
'
4 EXISTING TILE FLRG. 0
TO REMAIN
c0 L cO
M Ov =
1-
EXISTING DECK • -
FRAMING (NO WORK) m V m
I— �.i..*
� 1 1 ' 11 111 1
z
AP'
IIIIIIIII I-
� ��� 1 1 1111111111111111111111111 a
i— o
����� Mr 12 1 � 1111' I111111111 1 I"
■ 8 1 1 1 1 1 1 1 �i� •i• �i� 1 1 1 1 1 1 1 1
iM ■i% 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
��� �� � 1 1 111111111111111111 ii ME ii z
TYPICAL
III SECTION
iii
IIli W ■�� a � i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .� o
!� I - ".4■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■S
� ' 111111111111111111111111111111111111111111111111111111111111 L�
11111111111111111111111111111t 1 1 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 11
FLASHING NOTE (IRC �038): 1
1111111111111111111111111111 [
— -r - 1rt r - 1rt fi,� �1 �1 �1 �1 �i - c+-[--+-F--+-[--+-F--+-[--+-F--+-[--+-F--+-[--+-F--+-[--+-F-I-+-[--+-F-1-+-f--+-F-1-+-f--+-F-1-+-f-I-+-F I 0
\ '
APPROVED CORROSION-RESISTANT FLASHINGS - Zco
SHALL BE INSTALLED TO PREVENT THE ENTRY ' r 4 p
OF WATER INTO THE WALL CAVITY OR 1 1 1111 1111 111 1 1 1 T)
PENETRATION OF WATER TO THE BUILDING }
0
STRUCTURAL FRAMING COMPONENTS AT THE Ili
FOLLOWING LOCATION:
11111111111111111111111 -
0
I.EXTERIOR WINDOW 4 DOOR OPENINGS. - Z
2. INTERSECTION OF CHIMNEYS OR OTHER 111 1111 1111 1111 1111 1111 1 ces
MASONRY JOB: 21-045 In
CONSTRUCTION W/FRAME OR STUCCO WALLS 1 ► C 1 =
IIIIIIIIII I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1111 IIIIIIIIIIIIIIIIIIIIII PREPARED BY: BV z
III
3.UNDER 4 AT THE ENDS OF MASONRY,WOOD IIIIIIIIIIIIIIIIIIIIIIIII t 1 1 i 1 i 1 i 1 i 1 i 1 i 1 i 1 i 1 i 111 1111111111111111111111
OR METAL COPINGS 4 SILLS. rnlrnill lrnillrnillrn IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII DATE: 1/19/22
4.CONTINUOUSLY ABOVE ALL PROJECTING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. \ \ 1111111111111111111111 ----- Jl 1-4-1-1-4--1-4-1-1-4--1-4-1-1-4--1-4-1--
WooDTRIM. 1111111111 1111111111111111 1111111111111111111111 11111111111111111111111
5.WHERE EXTERIOR PORCHES,DECKS OR I I lrnillrnillrnillrn IIIIIIIIIIIIIIIIIIIIII JI11111111111111111111 SCALE: 1/411 = 1'-011
STAIRS ATTACH TO A WALL OR FLOOR APN: P55645 in
ASSEMBLY OF WOOD-FRAME CONSTRUCTION. - U
6.AT WALL AND ROOF INTERSECTIONS.
I.AT BUILT-IN GUTTERS DRAUJINC TITLE
m
Building
Elevations 111
EAST ELEVATION N0T14 ELEVATION & Typical
1/4" = 1'-0" 1/4" = 1'-0"
Wall Detail
U
z
COPYRIGHT 2022 ANC Design
DRAWING